Strut and tie modeling for RC short beams with corroded stirrups
Corrosion of steel reinforcement is one of the major problems that shorten the service life of reinforced concrete (RC) structures. Steel stirrups, due to their location as an outer reinforcement, are more susceptible to corrosion problems and damage. However, there is limited research work in the l...
Main Author: | Ahmed K. El-Sayed |
---|---|
Format: | Article |
Language: | English |
Published: |
Marcílio Alves
|
Series: | Latin American Journal of Solids and Structures |
Subjects: | |
Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200008&lng=en&tlng=en |
Similar Items
-
Shear capacity prediction for stirrup-corroded RC beams strengthened with FRP
by: Ahmed K. El-Sayed
Published: (2019-03-01) -
Ultimate Shear of RC Beams with Corroded Stirrups and Strengthened with FRP
by: Nino Spinella, et al.
Published: (2019-01-01) -
Effect of stirrup corrosion on the shear strength of reinforced concrete short beams
by: Ahmed K. El-Sayed, et al.
Published: (2016-04-01) -
Modified interactive strut-and-tie model for shear strength prediction of RC corbels
by: Panatchai Chetchotisak, et al.
Published: (2019-03-01) -
Alternative Strut and Tie Model for Reinforced Concrete Deep Beams
by: Ahmed Faleh Al-Bayati
Published: (2018-02-01)